Department of Civil · PDF filedocumentation by adhering to appropriate codal provisions, ... professional code of conduct, ... Department of Civil Engineering M

Rashtreeya Sikshana Samithi Trust

R.V. College of Engineering (Autonomous Institution Affiliated to VTU, Belagavi)

Department of Civil Engineering

Master of Technology (M. Tech.)

STRUCTURAL ENGINEERING

Scheme and Syllabus of

Autonomous System w.e.f 2016

R.V. College of Engineering, Bengaluru – 59 (Autonomous Institution Affiliated to VTU, Belagavi )

M. Tech. Structural Engineering


Vision: Excel in Education, Research and Consultancy in Civil Engineering with

emphasis on sustainable Development

Mission:

1. Disseminating and integrating the knowledge of structural, transportation,

environmental and geotechnical engineering

2. Enhancing Industry – Institute interaction leading to Interdisciplinary research

3. Imbibing wide range of skills in cutting edge technology for sustainable development

4. Motivate entrepreneurship and professional ethics to serve the society

Program: STRUCTURAL ENGINERING

Program Educational Objectives (PEO)

After successful completion of structural engineering program, the post graduates will be

able to

PEO1: Independently analyze and design various forms of structures with sustainable

materials.

PEO2:Develop professionalism in academics, structural consultancy and

entrepreneurship.

PEO3:Pursue advanced research, career and participate in professional societies.

PEO4:Address societal needs through interdisciplinary approach.

Program Outcomes (PO)

M. Tech. in Structural engineering graduates will be able to:

PO1: Scholarship of Knowledge – Acquire in depth knowledge of Structural

Engineering, including wider and global perspective, with an ability to distinguish,

evaluate, analyze and synthesize existing and new knowledge and integration of same for

enhancement of knowledge.

PO 2: Critical Thinking – Analyze complex structural engineering problems critically,

apply independent judgement for synthesizing information to make intellectual and

creative advances for conducting research in the areas of wider theoretical, practical and

policy context.

PO3: Problem Solving – Think laterally and originally, conceptualize and solve

structural engineering problems, evaluate a wide range of potential solutions for those

problems and arrive at feasible, optimal solutions after considering public health and

safety, cultural, societal and environmental factors in the core areas of structural

engineering.

PO4: Research Skill – Extract information pertinent to unfamiliar problems through

literature survey and experiments, apply appropriate research methodologies, techniques

and tools, design, conduct experiments, analyze and interpret data, demonstrate higher

order skill and view things in a broader perspective, contribute individually / in groups to

the development of scientific / technological knowledge in domains of structural

engineering such as alternate construction materials, techniques and structural masonry.

PO5: Usage of Modern tool – Create, select, learn and apply appropriate computational

tools, techniques, resources, modern engineering and structural analysis and design

software for prediction and modeling of complex engineering activities with an

understanding of their limitations.

PO6: Collaborative and multidisciplinary research – Possess knowledge and

understanding of group dynamics, recognize opportunities and contribute positively to

collaborative multi-disciplinary scientific research, demonstrate capacity for self-

management and team work, decision making based on open mindedness, objectivity and

rational analysis in order to achieve common goals and further learning of themselves as

well as others.

PO7: Project management and Finance- Demonstrate knowledge and understanding of

engineering and project management principles and apply the same to one’s own work as

a member and leader in team, manage projects efficiently in structural engineering and

multi-disciplinary environments after consideration of economic and financial factors.

PO8: Communication – Communicate with the engineering community and with

society at large, regarding complex structural engineering activities confidently and

effectively, such as, being able to comprehend and write effective reports and design

documentation by adhering to appropriate codal provisions, make effective presentations

and give and receive clear instructions.

PO9: Life Long Learning – Recognize the need for, and have the preparation and ability

to engage in lifelong learning independently, with high level of enthusiasm and

commitment to improve knowledge and competence continuously.

PO10: Ethical Practices and Social responsibility – Acquire intellectual integrity,

professional code of conduct, ethics of research and scholarship, consideration of the

impact of research outcomes on professional practices and an understanding of

responsibility to contribute to the society for sustainable development.

PO11 Independent and reflective thinking – Observe and examine critically, outcome

of one’s actions and make corrective measures subsequently and learn from mistakes

without depending on external feedback.

Program Specific Criteria (PSC)

Lead Society: American Society of Civil Engineers

1. Curriculum

The program prepares students for professional, teaching and research careers. Emphasis

is on the acquisition of knowledge concerning to analysis, design, construction,

maintenance, management and performance of structural components and structures with

due consideration to public governing policies and guidelines.

2. Faculty competency

Faculties are qualified with post graduate and doctoral degrees in the stream of structural

engineering. The faculties are actively publishing research papers in peer reviewed

national and international journals related to structural engineering and allied fields

leading to sustainable development. The faculties are also actively involved in R&D

activities, patenting and associated with professional bodies.

Program Specific Outcomes (PSO)

M. Tech. in Structural engineering graduates will be able to:

PSO 1. Apply knowledge of materials and analysis for design of RCC, steel and

masonry structures.

PSO 2. Demonstrate the use of alternate engineering materials, technologies and

management for sustainable environment.

Department of Civil Engineering M. Tech – Structural Engineering

Scheme and Syllabi – 2016 Admission Batch Page 5 of 47

R. V. College of Engineering, Bengaluru – 59. (An Autonomous Institution affiliated to VTU, Belagavi)



FIRST SEMESTER

Sl.

No

Course Code Course Title BoS CREDIT ALLOCATION Total Credits

Lecture

L

Tutorial

T

Practical

P

Experiential

Learning

S

1 16MEM11P Project Management IM 3 1 0 0 4

2 16MST12 Matrix Analysis of Structures CV 4 0 1 0 5

3 16MST13 Advanced Design of RCC

Structures

CV 4 0 0 1 5

4 16 MST 14 Mechanics of Deformable Bodies CV 4 0 0 0 4

5 16 MST15X Elective -1 CV 4 0 0 0 4

6 16HSS16 Professional Skill Development HSS 0 0 2 0 2

Total 19 1 3 1 24

Elective 1 16MST151 Advanced Design of Steel Structures 16MST152 Structural Masonry



SECOND SEMESTER

Sl.

No

Course Code Course Title BoS CREDIT ALLOCATION Total Credits

Lecture

L

Tutorial

T

Practical

P

Experiential

Learning

S

1 16MEM21R Research Methodology IM 3 1 0 0 4

2 16 MST 22 Structural Dynamics CV 4 0 1 0 5

3 16MST23X Elective -2 CV 4 0 0 0 4

4 16 MST24X Elective -3 CV 4 0 0 0 4

5 16 MST25X Elective -4 CV 4 0 0 0 4

6 16MST26 Minor Project (in-house) CV 0 0 5 0 5

Total 19 1 6 0 26

Elective 2 16MST231 Structural Reliability 16MST232 Repair and Rehabilitation of Structures

Elective 3

16MST241

Advanced Pre-stressed Concrete 16MST242 Design of Substructures

Elective 4

16MST251 Design of Plates and Shells 16MST252 Finite Element Method of Analysis






THIRD SEMESTER

Sl.

No

Course Code Course Title BoS CREDIT ALLOCATION Total

Credits Lecture

L

Tutorial

T

Practical

P

Experiential

Learning

S

1 16 MST 31 Special Concretes CV 4 0 1 0 5

2 16 MST 32X Elective -5 CV 4 0 0 0 4

3 16 MST 33X Elective -6 CV 4 0 0 0 4

4 16 MST

34X/16MHT34X

Elective -7 CV 4 0 0 0 4

5 16MST35 Internship/ Industrial Training CV 0 0 3 0 3

6 16MST36 Technical Seminar CV 0 0 2 0 2

Total 16 0 6 0 22

Elective 5

16MST321 Earthquake Resistant Structures 16MST322 Pre cast structures

Elective 6

16MST331 Stability of structures 16MST332 Advanced Structural Analysis

Elective 7

16MHT341/

16MST341

Design of Bridges, flyovers and grade separators 16MHT342/

16MST342

Earth Retaining structures






FOURTH SEMESTER

Sl.

No

Course Code Course Title BoS CREDIT ALLOCATION Total

Credits Lecture

L

Tutorial

T

Practical

P

Experiential

Learning

S

1 16 MST 41 Major Project CV 0 0 26 0 26

2 16 MST 42 Seminar CV 0 0 2 0 2

Total 0 0 28 0 28



FIRST SEMESTER

PROJECT MANAGEMENT

Course Code : 16MEM11P CIE Marks : 100

Hrs/Week : L: T: P: S 3:2:0:0 SEE Marks : 100

Credits : 4 SEE Duration : 3 Hours

Course Learning Objectives:

Students are able to

1. Understand the principles and components of project management.

2. Appreciate the integrated approach to managing projects.

3. Elaborate the processes of managing project cost and project procurements.

4. Apply the project management tools and techniques.

Unit – I 7 Hours

Introduction: Project, Project management, relationships among portfolio management, program

management, project management, and organizational project management, relationship between

project management, operations management and organizational strategy, business value, role of

the project manager, project management body of knowledge.

Unit – II 8 Hours

Generation and Screening of Project Ideas: Generation of ideas, monitoring the environment,

corporate appraisal, scouting for project ideas, preliminary screening, project rating index, sources

of positive net present value. Project costing,

Project Scope Management: Project scope management, collect requirements define scope, create

WBS, validate scope, control scope.

Organizational influences & Project life cycle: Organizational influences on project

management, project state holders & governance, project team, project life cycle.

Unit – III 7 Hours

Project Integration Management: Develop project charter, develop project management plan,

direct & manage project work, monitor & control project work, perform integrated change control,

close project or phase.

Project Quality management: Plan quality management, perform quality assurance, control

quality.

Unit – IV 7 Hours

Project Risk Management: Plan risk management, identify risks, perform qualitative risk analysis,

perform quantitative risk analysis, plan risk resources, control risk.

Project Cost Management: Plan cost management, estimate cost, determine budget, cost control

Unit-V 7 Hours

Network Techniques for Project Management: Development of project network, time

estimation, determination of the critical path, PERT Model, CPM model, numerical problems.

Scheduling when resources are limited.

Syllabus includes tutorials for two hour per week:

Case discussions on project management

Numerical problems on PERT & CPM

Computerized project management exercises using M S Project Software



Course Outcomes:

After going through this course the student will be able to

CO1: Explain the process of project management and its application in delivering successful

projects.

CO2: Illustrate project management process groups for various project / functional applications.

CO3: Appraise various knowledge areas in the project management framework.

CO4: Develop project plans and apply techniques to monitor, review and evaluate progress for

different types of projects.

Reference Books:

1. Project Management Institute, “A Guide to the Project Management Body of Knowledge

(PMBOK Guide)”, 5th

Edition, 2013, ISBN: 978-1-935589-67-9

2. Harold Kerzner, “Project Management A System approach to Planning Scheduling &

Controlling”, John Wiley & Sons Inc., 11th

Edition, 2013, ISBN 978-1-118-02227-6.

3. Prasanna Chandra, “Project Planning Analysis Selection Financing Implementation & Review”,

Tata McGraw Hill Publication, 7th

Edition, 2010, ISBN 0-07-007793-2.

4. Rory Burke, “Project Management – Planning and Controlling Techniques”, John Wiley &

Sons, 4th

Edition, 2004, ISBN: 9812-53-121-1

Scheme of Continuous Internal Evaluation (CIE)

CIE will consist of TWO Tests, TWO Quizzes and ONE assignment. The test will be for 30 marks

each and the quiz for 10 marks each. The assignment will be for 20 marks. The total marks for CIE

(Theory) will be 100 marks.

Scheme of Semester End Examination (SEE)

The question paper will have FIVE questions with internal choice from each unit. Each question

will carry 20 marks. Student will have to answer one question from each unit. The total marks for

SEE (Theory) will be 100 marks.

Mapping of Course Outcomes (CO) to Program Outcomes (PO)

PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11

CO1 H M M ---- M H H H ---- H ----

CO2 ---- M ---- ----- M H H H L H ----

CO3 --- M H --- M H H H H H M

CO4 M H M L H H H H ---- H H

Mapping of Course Outcomes (CO) to Program Specific Outcomes (PSO)

PSO1 PSO2

CO1 - M

CO2 - M

CO3 - L

CO4 - H



MATRIX ANALYSIS OF STRUCTURES (Theory & Practice)

Course Code : 16MST12 CIE Marks : 100+50

Hrs/Week : L: T: P: S 4:0:2:0 SEE Marks : 100+50

Credits : 05 SEE Duration : 3Hrs+3Hrs

Course Learning Objectives (CLO):

Student will be able to

1. Apply the knowledge of different types of structures, to assess their degrees of freedom and

indeterminacy.

2. Utilize concepts of matrix methods to model structural component.

3. Analyze the behavior of different types of structures.

4. Evaluate and compare beams, frames and trusses with different degrees of freedom.

Unit – I 09Hrs

Introduction to matrix, Types of matrices, Solution techniques including numerical problems for

simultaneous equation, Gauss elimination and Cholesky method, Band width consideration.

Unit – II 10Hrs

Static and Kinematic indeterminacy of rigid jointed frames, trusses and grids. Concepts of

stiffness and flexibility, development of structure stiffness matrices for two dimensional rigid

jointed structures using basic fundamental approach, development of flexibility matrix for two

dimensional determinate rigid jointed structures.

Unit – III 10Hrs

Displacement-transformation matrix using Stiffness Method, Development of global stiffness

matrix for continuous beams, plane trusses and rigid plane frames (having not more than six

degrees of freedom – 6x6 stiffness matrix) ,Analysis of continuous beams, plane trusses and rigid

plane frames by stiffness method (having not more than 3 degrees of freedom – 3x3 stiffness

matrix).Analysis considering effect of sinking of supports, temperature, linear and rotational

springs.

Unit – IV 9Hrs

Development of element stiffness matrix, global stiffness matrix by direct stiffness method for two

dimensional beams, frames and trusses (having not more than six degrees of freedom – 6x6

stiffness matrix), Analysis of continuous beams, plane trusses and rigid plane frames by direct

stiffness method (having not more than 3 degrees of freedom – 3x3 stiffness matrix).

Unit – V 10Hrs

Principles of analysis of three dimensional space truss, grid structures using direct stiffness

method- development of structure stiffness matrix. Numerical problems restricted to three degrees

of freedom.

Unit – VI (Lab Component)



Analysis using MATLAB Software

1) Analysis of plane trusses by displacement transformation stiffness method.

2) Analysis of rigid plane frames by displacement transformation stiffness method

3) Analysis of plane trusses by direct stiffness method

4) Analysis rigid plane frames by direct stiffness method

Analysis using Staad Pro Software

7) Analysis of two dimensional structures, plane trusses and rigid plane frames

8) Analysis of space structures, trusses, grids

Expected Course Outcomes:

After successful completion of this course the student will be able to:

CO1. Apply the concepts of matrix methods to model trusses, beams, and frames.

CO2. Analyze structures using matrix methods by analytical methods and software tools with

different degrees of freedom

CO3. Evaluate and compare behaviour of structural elements under different boundary

conditions.

CO4. Estimate stress resultants using displacement approach

Reference Books:

1.

S.Rajasekaran, G. Sankarasubramanian “Computational Structural Mechanics”, Prentice-Hall

of India Pvt Ltd, 7th

Edition, 2015, NewDelhi-110092.ISBN-13: 978-8120317345,ISBN-

10:8120317343.

2. Damodar Maity, “Computer Analysis of Framed Structures” I K International Publishing

House Pvt. Ltd.,2007, ISBN-13: 978-8189866198.

3. Rudra Pratap, “Getting started with MatLab” Oxford University Press,2010 ISBN: -13:978-

0-19-806919-5

4. Amos Gilat,’Matlab An introduction with applications’, Wiley Publications, 4th

edition

2012, ISBN-13: 978-8126537204.

Scheme of Continuous Internal Evaluation (CIE) for Theory




Scheme of Continuous Internal Evaluation (CIE) for Practical

CIE for the practical courses will be based on the performance of the student in the laboratory,

every week. The laboratory records will be evaluated for 40 marks. One test will be conducted for

10 marks. The total marks for CIE (Practical) will be for 50 marks.

Scheme of Semester End Examination (SEE) for Theory




Scheme of Semester End Examination (SEE) for Practical

SEE for the practical courses will be based on conducting the experiments and proper results for

40 marks and 10 marks for viva-voce. The total marks for SEE (Practical) will be 50 marks.

https://www.google.co.in/search?tbo=p&tbm=bks&q=inauthor:%22G.+SANKARASUBRAMANIAN%22



Mapping of COs with POs

CO/

PO


CO1 H L M L H - - - L - -

CO2 H H M L H - - - L - -

CO3 H H H M H - - - - L -

CO4 H L L L H - - - - - -


PSO1 PSO2

CO1 M -

CO2 H -

CO3 H -

CO4 H -



ADVANCED DESIGN OF RCC STRUCTURES

Course Code : 16MST13 CIE Marks : 100

Hrs/Week : L:T:P:S 4:0:0:1 SEE Marks : 100




1. Understand the design concepts of RCC elements.

2. Apply the principles of RCC design.

3. Analyze the forces and stresses in RCC structures.

4. Design RCC structural elements.

Unit – I 09 Hrs

Advanced design of slabs: Yield line theory for analysis of slabs: Equilibrium and virtual work

methods of analysis, Rectangular slabs and triangular slabs with various edge conditions – yield

line patterns, Circular slabs.

Unit – II 10 Hrs

Grid or coffered floors: General features, Rigorous and approximate methods of analysis, Design

and detailing of grid floors. Design and detailing of flat slabs including unbalanced column

moments.

Unit – III 10 Hrs

Water retaining structures: Design and detailing of rectangular and circular, ground level and

underground sump tanks with fixed and flexible base.

Unit – IV 09 Hrs

Silos (circular) and bunkers; analysis, design and detailing of side walls, hopper bottoms.

Unit – V 10 Hrs

Concept of Earthquake resistant design of RCC structures, Ductile detailing of RCC elements,

Expansion and contraction joints.

Course Outcomes:


CO1: Apply principles of RCC to design slabs and walls.

CO2: Analyze the loads to assess critical bending moments, shear forces and torsion.

CO3: Design RCC walls, slabs and formwork under different loading conditions.

CO4: Develop detailing of reinforcement for RCC walls and slabs.

Reference Books:

1.

R Park and T Paulay, “Reinforced Concrete Structures”, John Wiley & Sons, USA, 2nd

Edition, 2013. ISBN: 9780471659174.

2. S. Ramamrutham, “Design of Reinforced concrete Structures”, Dhanpat Rai Publishing Co

Pvt Ltd, 2nd Edition, 2015. ISBN 978-9384559984.

3.

P. C. Varghese, “Advanced Reinforced Concrete Design”, PHI Learning Pvt. Ltd., 2nd

Edition, 2009. ISBN: 812032787X, 9788120327870.

https://www.google.co.in/search?tbo=p&tbm=bks&q=inauthor:%22P.+C.+VARGHESE%22&source=gbs_metadata_r&cad=5



4. Pankaj Agarwal and Manish Shrikhande, “Earthquake resistant design of structures”, PHI

learning Private Ltd, 3rd

Edition, 2013. ISBN 9788120328921.











CO1 H L M - - - - - - - -

CO2 H L M - - - - - L - -

CO3 H L M - - - - - - M -

CO4 H L M - - - - - L M -


PSO1 PSO2

CO1 H -

CO2 H -

CO3 H -

CO4 L -



MECHANICS OF DEFORMABLE BODIES



Credits : 04 SEE Duration : 3Hrs



1. Understand the theoretical concepts of material behavior with particular emphasis on their

elastic and plastic properties.

2. Explain the behaviour of bodies subjected to tensile and torsional loading.

3. Analyze the behavior of elastic solids under different loading conditions.

4. Develop mathematical model to assess the behavior of two dimensional elastic solids.

Unit – I 10Hrs

Stress and Strain in Cartesian Coordinates

Introduction: Definition of stress and strain and strain at a point, components of stress and strain at

a point of Cartesian coordinates. Equilibrium equations, compatibility equations and boundary

conditions. Stress transformation, Strain transformation, Principal stresses and principal strains,

invariants of stress and strain, hydrostatic and deviatric stress, spherical and deviatoric strains,

Strain Rossette.

Unit – II 9Hrs

Two dimensional problems in Cartesian coordinate system

Plane stress and plane strain problems, Constitutive relations, Compatability equations in terms of

stress for plane stress and plane strain. Airy’s stress function, Polynomials, Airy’s stress function

approach to 2-D problems of elasticity, simple problems of bending of beams.

Unit – III 10Hrs

Two Dimensional Problems in Polar Coordinates

Equations of Equilibrium in polar coordinates, Strain components in polar coordinates, Biharmonic

equation in polar coordinates, Solution of axi-symmetric problems, Effect of circular hole on stress

distribution, Concentrated force at a point of a straight boundary.

Unit – IV 9Hrs

Torsion of Prismatic Bars General solution of the problem by displacement (St.Venant’s warping function) and force

(Prandtl’s stress function) approaches, Membrane analogy, Torsion of shafts of circular and

noncircular (Elliptic, triangular and rectangular) cross sectional shapes , Torsion of thin rectangular

section and hollow thin walled single and multicelled sections.

Unit – V 10Hrs

Introduction to Plasticity

Stress – strain diagram in simple tension, perfectly elastic, Rigid –Perfectly plastic, Linear work

hardening, Elastic Perfectly plastic, Elastic Linear work hardening materials. Failure theories,

criteria of yielding, Rankine’s theory, St.Venant’s theory, Tresca and Von-Mises criteria of

yielding.





CO1: Apply the classical theory of Elasticity and plasticity in two and three dimensional state of

stress

CO2: Analyse the behavior of solids under different loads

CO3: Evaluate the stress and strain in two and three dimensional problems.

CO4: Formulate equations governing the behavior of two dimensional solids.

Reference Books:

1.

Timoshenko & Goodier, “Theory of Elasticity”, Tata McGraw-Hill Publishing Company; 3rd

edition ISBN-10: 0070702608 ISBN-13: 978-0070070268

2. Mohammed Ameen, “Computational Elasticity” Revised Edition 2011, Alpha Science

International Limited, ISBN-10: 1842654497, ISBN – 13: 978-1842654491

3.

Srinath L.S., Advanced Mechanics of Solids, TataMcGraw Hill Publishing company, 3rd

edition,2010, ISBN-10: 0070858055 ISBN-13: 978-0070858053

4. Chakrabarthy.T “Theory of Plasticity”, Tata Mc. Graw Hill Book Co, 3rd edition,ISBN-

10:9380931719 ISBN-13: 9789380931715.









Course

outcomes

Programme outcomes


CO1 M M L - - - - - L - -

CO2 M H L - - - - - - - -

CO3 H H M - - - - - - - -

CO4 H H M - - - - - L - -


PSO1 PSO2

CO1 M -

CO2 H -

CO3 H -

CO4 H -



ADVANCED DESIGN OF STEEL STRUCTURES

(ELECTIVE – 1)



Credits : 04 SEE Duration : 3Hrs


Student will be able to:

1. Develop a loading model on different types of steel structures.

2. Apply the principles of behavior of steel members to analyze steel components.

3. Design steel components in accordance with standards and guidelines.

Unit – I 10Hrs

Components of industrial structure, assessment of dead loads, live loads and wind loads on a mill

bent frame. Analysis and design of knee brace, column and purlins.

Unit – II 9Hrs

Analysis and design of gantry girder subjected to single and two wheel loads, Splices for bending

moment and shear force.

Unit – III 9Hrs

Components self supporting steel chimneys, assessment of wind loads, moments at base,

assessment of seismic loads. Analysis and Design of self supporting circular steel chimneys.

Unit – IV 10Hrs

Forms of light guage sections, Effective width computation of unstiffened, stiffened, multiple

stiffened compression elements of cold formed light guage sections. Concept of local buckling of

thin elements. Limiting width to thickness ratio. Post buckling strength. Design of compression

and tension members of cold formed light guage sections, Design of flexural members (Laterally

restrained / laterally unrestrained).

Unit – V 10Hrs

Design of open web flexural structures (triangular and rectangular), Concept of Pre- engineered

buildings.

Expected Course Outcomes: After successful completion of this course the student will be able to:

CO1: Apply the knowledge of various components of different types of steel structures to identify

them.

CO2: Analyze the steel components for different loads acting on them.

CO3: Design various types of steel structural components using provisions of standards, codes of

practice for ethical design of steel components and develop professional competencies.

CO4: Propose design solution of industrial steel structures at component and system level.

Reference Books:



1.

Bureau of Indian Standards, IS800-2007, IS875-1987, IS-801-1975. Steel Tables, SP 6 (1) –

1984, IS6533(Part 1 and 2),IS1893(part 4):2005.

2.

N Subramanian- “Design of Steel Structure” Oxford University Press, ISBN:0-19-567681-5.

3.

Ramchandra and Virendra Gehlot “ Design of Steel Structures “ Vol 1 and Vol.2, Scientific

Publishers, Jodhpur, 2010

4. Duggal S K “Limit State Design of Steel Structures” TMH publication,New Dehli, ISBN

(13):978-0-07-070023-9. 2009










Course

outcomes

Programme outcomes


CO1 M L L L - - - - L - -

CO2 H H H M - - - - L M

CO3 H H H M - - - - H H H

CO4 H H H M - - - - H H H


PSO1 PSO2

CO1 L -

CO2 H -

CO3 H -

CO4 H -



STRUCTURAL MASONRY

(ELECTIVE-1)



Credits : 04 SEE Duration : 3 hours



1. Understand masonry materials and its mechanical properties.

2. Analyze the behavior of structural masonry

3. Demonstrate testing, analysis and design methodologies

4. Summarize construction practices, specifications and inspection of masonry buildings

Unit – I 8 Hrs

Introduction, Masonry units, materials and types: History of masonry, historical buildings,

Masonry arches, domes and vaults: Components, classification and construction procedure.

Unit – II 10 Hrs

Characteristics of masonry constituents: Types of masonry units such as stone, bricks, concrete

blocks, clay blocks and stabilized mud blocks. Properties of masonry units like strength, modulus

of elasticity and water absorption. Masonry mortars – Classification and properties of mortars,

selection of mortars.

Unit – III 10 Hrs

Strength of Masonry in Compression: Behaviour of Masonry under compression, strength and

elastic properties, factors influencing of compressive strength masonry, Effects of slenderness and

eccentricity, water absorption, curing, ageing and workmanship on compressive strength.

Prediction of strength of masonry in Indian context.

Unit – IV 10 Hrs

Shear and Flexure Behavior of Masonry : Bond between masonry unit and mortar, test methods

for determining flexural and shear bond strengths, test procedures for evaluating flexural and shear

strength, factors affecting bond strength, effect of bond strength on compressive strength, flexure

and shear strength of masonry. Concept of Earthquake resistant masonry buildings.

Unit – V 10 Hrs

Design of load bearing masonry buildings: concept of basic compressive stress, Permissible

compressive stress, reduction factors. Increase in permissible stresses for eccentric vertical and

lateral loads, permissible tensile and shear stresses, Effective height of walls and columns, opening

in walls, effective length, effective thickness, slenderness ratio, eccentricity, load dispersion,

arching action, lintels; Wall carrying axial load, eccentric load with different eccentricity ratios,

wall with openings, freestanding wall; Design of load bearing masonry for buildings up to 3 to 8

storeys using BIS codal provisions.



CO1: Select appropriate masonry unit and mortar mixes for masonry construction.

CO2: Distinguish from a wide range of materials for their suitability to arrive at feasible and

optimal solutions for masonry constructions.

CO3: Apply knowledge of structural masonry for advanced research and construction procedures.



CO4: Justify the design of masonry buildings for sustainable development.

Reference Books:

1. Hendry A.W., “Structural masonry”- Palgrave Macmillan Macmillan Education Ltd., 2nd

edition, ISBN 10: 0333733096 ISBN 13:9780333733097.

2. Robert G Drysdale; Ahmad A Hamid, Masonry structures: Behavior and Design. Boulder,

CO : Masonry Society, 2008. 3rd ed, ISBN 1929081332 9781929081332

3. Jagadish K S, Structural Masonry, I K International Publishing House Pvt Ltd, 2015, ISBN –

10: 9384588660, ISBN 13: 978-9384588663.

4. Sven Sahlin, “Structural Masonry”- Prentice Hall Publisher: Prentice Hall, 1971, ISBN-

10: 0138539375, ISBN-13: 978-0138539375










CO/

PO


CO1 H - M H - - - - - L -

CO2 H - M H - - - L - L L

CO3 M M - M - - - L - - -

CO4 M - M L - - - - - L -


PSO1 PSO2

CO1 H L

CO2 M -

CO3 H -

CO4 M H

http://www.worldcat.org/search?q=au%3ADrysdale%2C+Robert+G.&qt=hot_author

http://www.worldcat.org/search?q=au%3AHamid%2C+Ahmad+A.&qt=hot_author



PROFESSIONAL SKILL DEVELOPMENT

Course Code : 16HSS16 CIE Marks : 50

Hrs/Week : L:T:P:S 0:0:4:0 Credits : 02



1. Understand the importance of verbal and written communication

2. Improve qualitative and quantitative problem solving skills

3. Apply critical and logical think process to specific problems

4. Manage stress by applying stress management skills

UNIT 1 5 Hours

Communication Skills: Basics of Communication, Personal Skills & Presentation Skills,

Attitudinal Development, Self Confidence, SWOC analysis.

Resume Writing: Understanding the basic essentials for a resume, Resume writing tips Guidelines

for better presentation of facts.

UNIT 2 6 Hours

Quantitative Aptitude and Data Analysis: Number Systems, Math Vocabulary, fraction

decimals, digit places etc. Reasoning and Logical Aptitude, - Introduction to puzzle and games

organizing information, parts of an argument, common flaws, arguments and assumptions. Verbal

Analogies – introduction to different question types – analogies, sentence completions, sentence

corrections, antonyms/synonyms, vocabulary building etc. Reading Comprehension, Problem

Solving UNIT 3 4 Hours

Interview Skills: Questions asked & how to handle them, Body language in interview, Etiquette,

Dress code in interview, Behavioral and technical interviews, Mock interviews - Mock interviews

with different Panels. Practice on Stress Interviews, Technical Interviews, General HR interviews

UNIT 4 5 Hours

Interpersonal and Managerial Skills: Optimal co-existence, cultural sensitivity, gender

sensitivity; capability and maturity model, decision making ability and analysis for brain storming;

Group discussion and presentation skills;

UNIT 5 4 Hours

Motivation and Stress Management: Self motivation, group motivation, leadership abilities

Stress clauses and stress busters to handle stress and de-stress; professional ethics, values to be

practiced, standards and codes to be adopted as professional engineers in the society for various

projects.

Note: The respective departments should discuss case studies and standards pertaining to their

domain

Course Outcome:

After going through this course the students will be able to

CO1: Develop professional skill to suit the industry requirement

CO2: Analyze problems using quantitative and reasoning skills

CO3: Develop leadership and interpersonal working skills

CO4: Demonstrate verbal communication skills with appropriate body language.



References

1. Stephen R Covey, “The 7 Habits of Highly Effective People”, Free Press, 2004 Edition, ISBN:

0743272455

2. Dale Carnegie, “How to win friends and influence people”, General Press, 1st Edition, 2016,

ISBN: 9789380914787

3. Kerry Patterson, Joseph Grenny, Ron Mcmillan, “Crucial Conversation: Tools for Talking

When Stakes are High”, McGraw-Hill Publication, 2012 Edition, ISBN: 9780071772204

4. Ethnus, “Aptimithra: Best Aptitude Book”, Tata McGraw Hill, 2014 Edition, ISBN:

9781259058738

Scheme of Continuous Internal Examination (CIE)

Evaluation will be carried out in TWO Phases

Phase Activity Weightage

I After 7 weeks - Unit 1, 2 & Part of Unit 3 50%

II After 12 weeks – Unit 3, 4, 5 50%

CIE Evaluation shall be done with weightage as follows:

Writing skills 10%

Logical Thinking 25%

Verbal Communication & Body Language 35%

Leadership and Interpersonal Skills 30%


PO1 PO

2

PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11

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CO3 --- --- L --- --- H --- H H H H

CO4 --- --- H --- ---- H L H H H H


PSO1 PSO2

CO1 - M

CO2 - L

CO3 - M

CO4 - M



SEMESTER II

RESEARCH METHODOLOGY

Course Code : 16MEM21R CIE Marks : 100





1. Understand of the underlying principles of quantitative and qualitative research

2. Perform the gap analysis and identify the overall process of designing a research study.

3. Choose the most appropriate research methodology to address a particular research problem

4. Explain a range of quantitative and qualitative approaches to analyze data and suggest possible

solutions.

Unit – I 7 Hours

Overview of Research

Meaning of Research, Types of Research, Research and Scientific Method, Defining the Research

Problem, Research Design, Different Research Designs.

Unit – II 7 Hours

Methods of Data Collection

Collection of Primary Data, Observation Method, Interview Method, Collection of Data through

Questionnaires, Collection of Data through Schedules, Collection of Secondary Data, Selection of

Appropriate Method for Data Collection.

Unit – III 8 Hours

Sampling Methods

Sampling process, Non-probability sampling, probability sampling: simple random sampling,

stratified sampling, cluster sampling systematic random sampling, Determination of sample size,

simple numerical problems.

Unit – IV 7 Hours

Processing and analysis of Data

Processing Operations, Types of Analysis, Statistics in Research, Measures of: Central Tendency,

Dispersion, Asymmetry and Relationship, correlation and regression, Testing of Hypotheses for

single sampling: Parametric (t, z and F) Chi Square, ANOVA, and non-parametric tests, numerical

problems.

Unit-V 7 Hours

Essential of Report writing and Ethical issues:

Significance of Report Writing, Different Steps in Writing Report, Layout of the Research Report,

Precautions for Writing Research Reports.

Syllabus includes 12 hours of tutorials in which:

Faculty is expected to discuss research methodology for specializations under consideration.

Numerical problems on statistical analysis as required for the domains in which students are

studying must be discussed.

Statistical analysis using MINITAB/ MatLab and such other softwares can be introduced.



Course Outcomes:


CO 1. Explain various principles and concepts of research methodology.

CO 2. Apply appropriate method of data collection and analyze using statistical methods.

CO 3. Analyze research outputs in a structured manner and prepare report as per the technical

and ethical standards.

CO 4. Formulate research methodology for a given engineering and management problem

situation.

Reference Books:

1. Kothari C.R., “Research Methodology Methods and techniques”, New Age International, 2004,

ISBN: 9788122415223

2. Krishnaswami, K.N., Sivakumar, A. I. and Mathirajan, M., “Management Research

Methodology”, Pearson Education India, 2009 Edition, ISBN:9788177585636

3. Levin, R.I. and Rubin, D.S., “Statistics for Management”, 7th Edition, Pearson Education: New

Delhi, ISBN-13: 978-8177585841

Scheme of Continuous Internal Evaluation (CIE)




Scheme of Semester End Examination (SEE)






CO1 M --- --- M ---- ---- --- H --- H -----

CO2 --- L H H M M L L ---- M L

CO3 L M M M H M L M --- --- M

CO4 H H H H ---- L L M H --- H


PSO1 PSO2

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CO2 - M

CO3 - L

CO4 - M



STRUCTURAL DYNAMICS (Theory and Practice) Course Code : 16MST22 CIE Marks : 100+50

Hrs/Week : L:T:P:S 4:0:1:0 SEE Marks : 100+50

Credits : 05 SEE Duration : 3 Hrs+3Hrs



1. Understand principles of structural dynamics.

2. Describe the dynamics of single, multi degree and responses of shear buildings.

3. Evaluate the responses of various systems using different approaches.

4. Develop mathematical models to predict the system responses.

Unit – I 10 Hrs

Introduction: Introduction to dynamic problems of Civil Engineering, Concept of degrees of

freedom, D’Alemberts principle, Principle of virtual displacement and energy, Single degree of

freedom systems, Examples of Single degree of freedom systems in Engineering, Free vibration of

damped and undamped systems.

Unit – II 10 Hrs

Single degree of freedom systems subjected to sinusoidal loading, Resonance andits resonance

diagram – support motion, Vibration isolation, transmissibility, Methods of damping

measurements, Response of Single degree of freedom systems to arbitrary excitation, Duhamel

integral solution, Response to suddenly applied load and triangular pulse loading, Principles of

vibration measuring instruments.

Unit – III 09 Hrs

Dynamics of multi-Degree of freedom system, Natural Frequency and normal modes,

Orthogonality of modal vectors, Shear building model without damping and with proportional

damping, Approximate methods of frequency analysis, Rayleigh’s method and matrix iteration

methods.

Unit – IV 09 Hrs

Response of shear building with proportion damping, Superposition of normal modes, Example

of a 3-storeyed frame subjected to ground motion.

Unit – V 10 Hrs

Continuous systems, Flexural vibration of beams, Simply supported and cantilever beams,

Longitudinal vibrations of bars, Longitudinal waves in bars, Waves and vibration response of

simply supported beams under uniformly distributed triangular pulse loading, Matrix formulation

of beams with lumped masses.

Unit – VI (Lab Component)

1. Dynamic models of Single degree of freedom systems and multi-degree of freedom systems

using poly carbonate bars.

2. Demonstration of Single degree of freedom systems with base excitation low frequency,

Resonant and high frequency excitation.

3. Cantilever beam (Poly carbonate or Meter Scale), Vibration by hand tapping, Demonstration of



second mode with nodal point, Frequency measurement using Accelerometer.

4. 3-Storeyed frame with and without soft first story (Polycarbonate).

5. Vibration of multi-Storeyed modal (Aluminium) with sinusoidal base excitation, Frequency

and mode shapes.



CO1: Determine the response of single and multi degree freedom systems.

CO2: Apply appropriate techniques to analyze and interpret data for solving problems related to

single and multi-degree freedom systems and shear buildings

CO3: Demonstrate the knowledge and understanding of principles of dynamics under varying

loading conditions.

CO4: Develop mathematical solutions to predict system response subjected to dynamic loads.

Reference Books:

1.

Structural Dynamics : Vibrations and Systems, Madhujit Mukophadhyay, Publisher: ANE

Books ISBN: 9788180520907, 8180520900 Edition: 01, 2008

2. Structural Dynamics: Theory and Computation, 2nd Edition, Mario Paz, CBS Publisher

ISBN: 9788123909783, 8123909780

3. Dynamics of Structures, R,W.clough and J.Penzien, McGraw – Hill Education, 2nd

revised

Edition, 1993, ISBN -10: 0071132414, ISBN -13: 978-0071132411.

4.

Theory of vibration with applications, Willaim Thomson, CRC Press; 4th

edition, 1996, ISBN

-10: 0748743804, ISBN -13: 978-0748743803.





Scheme of Continuous Internal Evaluation (CIE) for Practical

CIE for the practical courses will be based on the performance of the student in the laboratory,

every week. The laboratory records will be evaluated for 40 marks. One test will be conducted for

10 marks. The total marks for CIE (Practical) will be for 50 marks.





Scheme of Semester End Examination (SEE) for Practical

SEE for the practical courses will be based on conducting the experiments and proper results for

40 marks and 10 marks for viva-voce. The total marks for SEE (Practical) will be 50 marks.



Mapping of COs with POs:

CO/

PO


CO1 H - - - - - - - L - -

CO2 L M - - - - - - - - -

CO3 - - H - - - - L - - -

CO4 - - H - - - - L L - -

PSO1 PSO2

CO1 L -

CO2 H -

CO3 L L

CO4 M -



STRUCTURAL RELIABILITY (ELECTIVE - 2)

Course code : 14MST231 CIE marks : 100

Hrs/week : L: T: P: S 4:0:0:0 SEE marks : 100

Credits : 4 SEE duration : 3 Hrs

Course learning objectives (CLO):


1. To understand the concept of structural reliability and its definitions in the context of structural

engineering

2. To apply the concepts of structural reliability and statistics to understand the quantification of

structural reliability due to structure uncertainties in assessment of structural behavior,

3. To be able to perform computations of structural reliability using alternative methods as a

function of the nature of the mathematical model associated with the problem.

4. To apply safety assessment methodologies for different forms of structures

Unit – I 8 Hrs

Preliminary Data Analysis: Graphical representation- histogram, frequency polygon, measures

of central tendency- grouped and ungrouped data, measures of dispersion, measures of asymmetry.

Curve fitting and correlation: fitting a straight line, curve of the form y ab x, and parabola,

coefficient of correlation.

Unit – II 10 Hrs

Probability Concepts: Random events-sample space and events, Venn diagram and event space,

measures of probability interpretation, probability axioms, addition rule, multiplication rule,

conditional probability, probability tree diagram, statistical independence, total probability

theorem and Bayer’s theorem.

Unit – III 10 Hrs

Random Variables: probability mass function, probability density function, mathematical

expectation, Chebyshev’s theorem. Probability distributions: discrete distributions- binomial and

poison distributions, continuous distributions- normal, lognormal distributions.

Unit – IV 10 Hrs

Reliability Analysis: measures of reliability-factor of safety, safety margin, reliability index,

performance function and limiting state. Reliability methods-first order second moment method

(FOSM), point estimate method (PEM), and advanced first order second moment method

(Hasofer-Lind’s method).

Unit – V 10 Hrs

System Reliability: redundant and non-redundant systems-series, parallel and combined systems,

Simulation Techniques: Monte Carlo simulation- statistical experiments, confidence limits, sample

size and accuracy, generation of random numbers- random numbers with standard uniform

distribution, continuous random variables, discrete random variables.



Expected course outcomes:


CO1: Apply the concepts of statistics for probabilistic analysis and importance of

uncertainty (randomness) in structural analysis and design .

CO2: Apply the theoretical principles through density functions.

CO3: Analyze components of structure using concepts related to structural reliability.

CO4: Evaluate the safety reliability index of component and system by various methods.

Reference books:

1.

Ranganathan, R. (1999). “Structural Reliability Analysis and Design”- Jaico Publishing

House, Mumbai, India.

2.

Ang, A. H. S., And Tang, W. H. (1984). “Probability Concepts in Engineering Planning and

Design”- Volume –I & II, John Wiley and Sons, Inc, New York.

3.

Achintya Haldar, And Sankaran Mahadevan (2000). “Probability, Reliability and Statistical

Methods in Engineering Design”- John Wiley and Sons. Inc.

4. Nathabdndu, T., Kottegoda, And Renzo Rosso (1998). Statistics, “Probability and Reliability

for Civil and Environmental Engineers”- Mc Graw Hill International Edition, Singapore.



CO1 H - - - - - - - M - M

CO2 H H M - - - - - M - M

CO3 H H L - - - - - M - M

CO4 H H H M - - - - M - M


PSO1 PSO2

CO1 L -

CO2 M -

CO3 M -

CO4 H -



REPAIR AND REHABILITATION OF STRUCTURES (ELECTIVE – 2)


Hrs/Week : 4:0:0:0 4 SEE Marks : 100

Credits : 04 4 SEE Duration : 3 hours


Student will be able:

1. Describe Causes of deterioration of concrete structures

2. Analyze failures of concrete structures

3. Evaluate failures and deterioration in concrete structures

4. Develop repair techniques for deteriorated concrete structures

Unit – I 9 Hrs

Deterioration: Introduction cause of deterioration of concrete structures, diagnostic methods and

analysis, preliminary investigation, experimental investigations using NDT, load testing, corrosion

mapping, core drilling and other instrumental methods.

Unit – II 10Hrs

Influence on serviceability and durability: effects due to climate, temperature, chemicals, wear

and erosion, design and construction errors, corrosion mechanism, effects of cover , thickness and

cracking, methods of corrosion protection, corrosion inhibitors, corrosion resistant steels, coatings

cathodic protection.

Unit – III 10Hrs

Maintenance and repair strategies: Definitions maintenance, repair and rehabilitation, facets of

maintenance importance of maintenance, preventive measures on various aspects.

Inspection, assessment procedure for evaluating a damaged structures causes of deterioration_

testing techniques

Unit – IV 09Hrs

Techniques of repair: rust eliminators and polymers coating for rebar during repair foamed

concrete, mortar and dry pack, vaccum concrete, gunite and shotcrete epoxy injection mortar

repair for cracks shoring and underpinning.

Unit – V 10Hrs

Repair of to structures: repairs to overcome low member strength deflection, cracking chemical

disruption, weathering wear fire, leakage, marine exposure, engineered demolition techniques for

dilapidated structures .Case Studies


After successful completion of this course the student will be able to: CO1: Identify the causes of failures in concrete structures CO 2: Analyze failures in concrete structures CO 3: Evaluate causes for failures in deteriorated concrete structures

CO 4: Develop simple and comprehensive solutions to rehabilitate deteriorated structures

Reference Books:

1. RT Allen and SC Edwards, “ Repair of concrete structures” Blakie and sons ISBN 1352, 2009



3. Raiker R.N Learning for failure from deficiencies in design construction and service” R & D

Center (SDCPL), 2008.ISBN:12657-764-853-2318

4. B Vedivelli, “Rehabilitation of concrete structures”, Standard publishers and distributors

2013, ISBN: 978-8180141102










CO/

PO


CO1 L - M M M - - - - M M

CO2 - - M M M - - - - - -

CO3 L - L L - - - - - - -

CO4 L L - - - - - - - L -


PSO1 PSO2

CO1 L -

CO2 H -

CO3 L -

CO4 H L



ADVANCED PRE-STRESSED CONCRETE (ELECTIVE 3)


Hrs/Week : 4:0:0:0 4 SEE Marks : 100

Credits : 04 4 SEE Duration : 3 hours



1. Understand various types prestressed structural elements.

2. Analyze and determine loads and stresses in PSC Members

3. Apply knowledge of analytical solution in problem solving

4. Design and detailing of Prestressed structural elements.

Unit – I 09 Hrs

Design of Section for Flexure : Allowable stresses - Elastic design of simple beams having

rectangular and I-section for flexure - kern lines - cable profile and cable layout. Design of

Sections for Shear : Shear and Principal stresses - Improving shear resistance by different

prestressing Techniques - horizontal, sloping and vertical prestressing - Analysis of rectangular

and l-beam - Design of shear reinforcement - Indian code provisions, Importance of modulus of

elasticity of Prestressing tendons, failures of prestressed concrete.

Unit – II 10 Hrs

Shear and Torsional resistance- ultimate shear resistance- Design of shear reinforcement in

torsion.

Unit – III 09 Hrs

Composite sections of prestressed concrete beam and cast in situ RC slab analysis of stresses

differential shrinkage deflections Flexural and shear strength of composite sections Design of

composite sections.

Unit – IV 10 Hrs

Transfer of Prestress in Pretensioned Members : Transmission of prestressing force by bond

Transmission length , Flexural bond stresses - lS code provisions - Anchorage zone stresses in post

tensioned members - stress distribution in End block - Analysis by approximate, Guyon and

Magnel methods -Anchorage zone reinforcement.

Unit – V 10 Hrs

Statically indeterminate Structures : Advantages & disadvantages of continuous Prestressed beams

- Primary and secondary moments - P and C lines - Linear transformation concordant and non-

concordant cable profiles -Analysis of continuous beams and simple portal frames (single bay and

single story)



CO1: Identify various prestressed structural elements.

CO2: Apply analytical skills to evaluate performance of prestressed structural elements

CO3: Analyze prestressed structural elements with various considerations.

CO4: Design and detail prestressed structural elements for various loading conditions.



Reference Books:

1. N Krishnaraju “ Prestressed Concrete”, Tata McGraw- Hill Education,

2008,ISBN0070634440,9780070634442

2. Lin T. Y and H. Burns “Prestressed Concrete structures”, Wiley Publication, 2009, ISBN:

978-0-471-01898-8

3. N. Rajagopalan, “Prestressed Concrete”, Narosa Publishing House.2nd

edition,ISBN 2053

2005.

4. A. Nilson, “Design of Prestressed Concrete”, John Willey & Sons.2nd

edition, ISBN 1765

1997.










CO/

PO


CO1 H M M M - M - L - L M

CO2 H L - - - - - M - L -

CO3 M - M L - - - M - - L

CO4 L M L M - L - M - - -


PSO1 PSO2

CO1 L -

CO2 L -

CO3 H -

CO4 L -



DESIGN OF SUBSTRUCTURES (ELECTIVE 3)






1. Understand principles of subsoil exploration,

2. Develop analytical skills in solving complex problem

3. Evaluate the soil shear strength parameters.

4. Design the sub structures.

Unit – I 9 Hrs

Introduction, Site investigation, In-situ testing of soils, Subsoil exploration, Classification of

foundations systems. General requirement of foundations, Selection of foundations, Computations

of Loads, Design concepts.

Unit – II 10Hrs

Concept of soil shear strength parameters, Settlement analysis of footings, Shallow foundations in

clay, Shallow foundation in sand & C-Ф soils, Footings on layered soils and sloping ground,

Design for Eccentric or Moment Loads.

Unit – III 10Hrs

Types of rafts, bearing capacity & settlements of raft foundation, Rigid methods, Flexible

methods, soil-structure interaction, different methods of modeling the soil. Combined footings

(rectangular & trapezoidal), strap footings & wall footings, Raft – super structure interaction

effects & general concepts of structural design, Basement slabs.

Unit – IV 09Hrs

Deep Foundations: Load Transfer in Deep Foundations, Types of Deep Foundations, Ultimate

bearing capacity of different types of piles in different soil conditions, Laterally loaded piles,

tension piles & batter piles, Pile groups: Bearing capacity, settlement, uplift capacity, load

distribution between piles, Proportioning and design concepts of piles.

Unit – V 10Hrs

Types of caissons, Analysis of well foundations, Design principles, Well construction and sinking.

Foundations for tower structures: Introduction, Forces on tower foundations, Selection of

foundation type, Stability and design considerations, Ring foundations – general concepts.

IMPORTANT NOTE: Only design principles of all type footings as per relevant BIS codes are to

be covered, design of RC elements need not be covered.



CO1: Explain design parameters of substructure

CO 2: Evaluate soil shear strength parameters.

CO3: Assess settlement depending on ground condition.

CO4: Design of shallow and deep foundation.



Reference Books:

1. Swami Saran – “Analysis & Design of Substructures”- Oxford & IBH Pub. Co. Pvt. Ltd.,

1998. ISBN:434-238-1343.

2. W.C. Teng – “Foundation Design”- Prentice Hall of India Pvt. Ltd., 2003. ISBN:234-456-

12343.

3. R.B. Peck, W.E. Hanson & T.H. Thornburn – “Foundation Engineering”- Wiley Eastern

Ltd.,Second Edition, 1984. ISBN:2285-064-12328.

4. J.E. Bowles – “Foundation Analysis and Design”- McGraw-Hill Int. Editions, Fifth Ed.,

1996. ISBN:745-873-12854.










CO/

PO


CO1 H - L M - - - - - - -

CO2 - - M - - - - - - M -

CO3 L - - M - - - - - L M

CO4 H - M H - - - - - H H


PSO1 PSO2

CO1 L -

CO2 L -

CO3 L L

CO4 H -



DESIGN OF PLATES AND SHELLS (ELECTIVE 4)


Hrs/Week : L:P:T:S 4:0:0:0 SEE Marks : 100



Student will be able:

1. Understand various types of Spatial structures.

2. Analyze spatial structures by various methods

3. Apply knowledge of analytical solution in problem solving

4. Design and detailing of spatial structures.

Unit – I 9 Hrs

Introduction to plate theory, Small deflection of laterally loaded thin rectangular plates of pure

bending. Navier’s solution for various lateral loading (No derivations), Numerical examples.

Unit – II 10Hrs

Levy’s solution for various lateral loading and boundary conditions (No derivations), Numerical

examples. Energy methods for rectangular plates with clamped edges.

Unit – III 10Hrs

Bending of circular plates with various edge conditions for both solid and annular plates.

Unit – IV 09Hrs

Introduction to curved surfaces and classification of shells, membrane theory of spherical shells,

Cylindrical shell, Hyperbolic paraboloid, Elliptic paraboloid.

Unit – V 10Hrs

Design and detailing of cylindrical shells. Introduction to folded plates, analysis of folded plates

by whitney’s and simpson’s method.



CO1: Explain principles of analysis for special structures.

CO2: Apply analytical skills to evaluate performance of spatial structures

CO3: Analyze spatial structures using various methods

CO4: Prepare Design and detailing for spatial structures

Reference Books:

1. Timosheko, S. and Woinowsky-Krieger, W., “Theory of Plates and Shells” 2nd Edition,

McGraw-Hill Co., New York,1959, ISBN-10: 0070647798; ISBN-13: 978-0070647794

2. J E Gibson BG Neal, Linear Elastic theory of thin shells Volume I ,Elsevier, ISBN: 978-0-

08-010944-2

3. Ugural, A. C. “Stresses in Plates and Shells”, 2nd edition, McGraw-Hill, 1999, ISBN 10:

0070657300 ISBN 13: 9780070657304

4. R. Szilard, “Theory and analysis of plates - classical and numerical methods”, Prentice

Hall,1994, ISBN-13: 9780139134265 ISBN: 0139134263












CO/

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CO1 H - L - - - - - - - -

CO2 L M - - - - - - - -

CO3 - M M - - - - - - - -

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PSO1 PSO2

CO1 M -

CO2 H -

CO3 M -

CO4 M L



FINITE ELEMENT METHOD OF ANALYSIS (ELECTIVE 4)






1. Understand numerical analysis techniques available in structural analysis.

2. Apply the concepts of shape function construction, and derivation of stiffness for different

elements.

3. Analyse the complex structures using finite elements.

4. Explain the concept of condensation and minimization of matrix bandwidth that enables

memory savings in computers.

Unit – I 10 Hrs

Basic concepts of elasticity – kinematics and static variables for various types of structural

problems – approximate method of structural analysis – Rayleigh-Ritz method – Difference

between Finite Difference Method and Finite Element Method – variational method and

minimization of energy approach for element formulation – principles of finite element method –

advantages & disadvantages – finite element procedure – finite elements both first and second

order elements used for one, two and three dimensional problems.

Unit – II 9 Hrs

Nodal displacement parameters – convergence criteria – compatibility requirements – geometric

invariance – shape function – polynomial form of displacement function – generalized and natural

coordinates – Lagrangian interpolation function.

Unit – III 10 Hrs

Serendipity and Lagrangian family of elements – shape functions for one, two and three

dimensional first and second order elements – Hermite shape function for beam formulation –

Numerical problems to interpolate nodal variables using shape function. Formulation of one-

dimensional bar element, two- and three-noded using Lagrangian shape function – numerical

analysis of simple bars and plane trusses

Unit – IV 10 Hrs

Two noded beam element formulation using Hermite shape function – Jacobian transformation

matrix – strain-displacement matrix – stiffness matrix – consistent load vector – Gauss quadrature

for numerical integration – numerical analysis of simple beams. Iso-parametric elements – sub-

parametric and super-parametric elements – Formulation of two-dimensional three-noded

triangular (CST)

Unit – V 9 Hrs

Formulation of four-noded quadrilateral element, and its application to plane stress, plane strain

and axis-symmetric problems – application of Gauss quadrature for numerical integration –

Numerical problems. Element aspect ratio – mesh refinement vs. higher order elements –

numbering of nodes to minimize bandwidth – static condensation technique – introduction to non-



linear analysis – geometric and material non-linearity with examples.



CO1: Identify principles of various numerical methods.

CO2: Apply the knowledge of shape functions to analyze truss, beam and plate elements

and to conduct research in addressing complex structures.

CO3: Analyze and interpret solutions of engineering problems with different loading and boundary

conditions.

CO4: Formulate higher order elements for numerical analysis.

Reference Books:

1.

CS Krishnamoorthy, (1994) “Finite Element Analysis – Theory and Programming”, Tata

McGraw-Hill, ISBN 0-07-462210-2

2.

RD Cook, DS Malkus, ME Plesha and RJ Witt, (2002) “Concepts and applications of finite

element analysis”, Wiley

3. OC Zienkiewicz and RL Taylor, (2005) “The Finite Element Method: Its Basis and

Fundamentals”, Butterwoth

4.

KJ Bathe, (2002), “Finite Element Procedures”, Prentice Hall, ISBN 978-546-439-982

5. DV Hutton, (2004) “Fundamentals of Finite Element Analysis”, Tata McGraw









Mapping of COs with Pos

CO/

PO


CO1 M M - - - - - - - - -

CO2 M H M L L - - - - - -

CO3 L H H H - M - - L - -

CO4 M H M M - - - - L - -


PSO1 PSO2

CO1 L -

CO2 H -

CO3 H -

CO4 M -



MINOR PROJECT

Course Code : 16 MST 26 CIE Marks : 100





1. Understand the method of applying engineering knowledge to solve specific problems.

2. Apply engineering and management principles while executing the project

3. Demonstrate the skills for good presentation and technical report writing skills.

4. Identify and solve complex engineering problems using professionally prescribed standards.

GUIDELINES

1. Each project group will consist of maximum of two students.

2. Each student / group has to select a contemporary topic that will use the technical

knowledge of their program of study after intensive literature survey.

3. Allocation of the guides preferably in accordance with the expertise of the faculty.

4. The number of projects that a faculty can guide would be limited to four.

5. The minor project would be performed in-house.

6. The implementation of the project must be preferably carried out using the resources

available in the department/college.

Course Outcomes:


CO1: Conceptualize, design and implement solutions for specific problems.

CO2: Communicate the solutions through presentations and technical reports.

CO3: Apply resource managements skills for projects

CO4: Synthesize self-learning, team work and ethics.

Scheme of Continuous Internal Examination (CIE)

Evaluation will be carried out in THREE Phases. The evaluation committee will comprise of

FOUR members : guide, two senior faculty members and Head of the Department.

Phase Activity Weightage

I Synopsis submission, Preliminary seminar for the approval of

selected topic and Objectives formulation

20%

II Mid-term seminar to review the progress of the work and

documentation

40%

III Oral presentation, demonstration and submission of project report 40%



**Phase wise rubrics to be prepared by the respective departments

CIE Evaluation shall be done with weightage / distribution as follows:

Selection of the topic & formulation of objectives 10%

Design and simulation/ algorithm development/experimental setup 25%

Conducting experiments / implementation / testing 25%

Demonstration & Presentation 15%

Report writing 25%

Scheme for Semester End Evaluation (SEE):

The evaluation will be done by ONE senior faculty from the department and ONE external

faculty member from Academia / Industry / Research Organization. The following weightages

would be given for the examination. Evaluation will be done in batches, not exceeding 6

students.

1. Brief write-up about the project 5%

2. Presentation / Demonstration of the project 20%

3. Methodology and Experimental Results & Discussion 25%

4. Report 20%

5. Viva Voce 30%



CO1 M M H H H --- --- M --- H H

CO2 ---- --- ---- --- H ---- --- H H H ----

CO3 H H M --- M M H H --- M H

CO4 --- H ---- --- ---- H M M M H ---


PSO1 PSO2

CO1 H -

CO2 M L

CO3 - M

CO4 - H

Documents

Department of Civil · PDF filedocumentation by adhering to appropriate codal provisions, ... professional code of conduct, ... Department of Civil Engineering M